Mechanical properties of wall soils for predicting damage to the substrate of Hiten wall paintings in the Horyu-ji Temple main hall caused by humidity fluctuation: Measurements with mock-up materials

IF 0.8 0 ARCHITECTURE Japan Architectural Review Pub Date : 2024-08-27 DOI:10.1002/2475-8876.70000
Kazuki Ishikawa, Daisuke Ogura, Chiemi Iba, Nobumitsu Takatori, Soichiro Wakiya
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Abstract

Safe and efficient conservation of cultural artifacts requires preventing artifacts deterioration and energy-saving environmental control. To achieve this, predicting deterioration caused by environmental conditions is necessary. Predicting the mechanical damage caused by humidity fluctuations necessitates knowledge of the mechanical properties of cultural artifacts materials. Although the mechanical properties of several artifacts have been extensively studied, no investigations have focused on the soils underlying wall paintings. This study aims to clarify some mechanical properties of the upper- and middle-coat soils serving as the substrates for Hiten wall paintings at Horyu-ji Temple. Mock-up materials were prepared, and splitting tensile and uniaxial compressive tests were performed. Simultaneously, specimens with various equilibrium humidities were tested to clarify their humidity dependency. The tensile and compressive strengths, Young's modulus, proportional limit, and Poisson's ratio of the upper-coat soil were 0.103–0.239 MPa, 1.16–2.55 MPa, 0.115–0.209 GPa, and 1.10–2.49 MPa, and 0.152, respectively. Moreover, the humidity-induced strains for the upper- and middle-coat soils were measured, and the moisture expansion coefficients were approximately 1240 and 2337 μST/−, respectively. The results of this study provide vital data for the conservation of the wall paintings and contribute to a deeper understanding of wall soil properties.

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用于预测法隆寺大雄宝殿中的人天壁画基底因湿度波动而受损情况的壁土力学特性:使用模拟材料进行测量
要安全有效地保护文物,就必须防止文物老化和进行节能环境控制。要做到这一点,就必须预测环境条件造成的损坏。要预测湿度波动造成的机械损坏,就必须了解文物材料的机械特性。虽然已经对一些文物的机械特性进行了广泛研究,但还没有针对壁画下层土壤的调查。本研究旨在阐明作为法隆寺人天壁画基底的上层和中层土壤的一些机械特性。研究人员制备了模拟材料,并进行了劈裂拉伸和单轴压缩试验。同时,还测试了不同平衡湿度下的试样,以明确其湿度依赖性。上涂层土壤的拉伸和压缩强度、杨氏模量、比例极限和泊松比分别为 0.103-0.239 MPa、1.16-2.55 MPa、0.115-0.209 GPa 和 1.10-2.49 MPa,以及 0.152。此外,还测量了上覆土和中覆土的湿度诱导应变,其湿度膨胀系数分别约为 1240 和 2337 μST/-。这项研究结果为壁画的保护提供了重要数据,并有助于加深对壁画土壤特性的理解。
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来源期刊
CiteScore
1.20
自引率
11.10%
发文量
58
审稿时长
15 weeks
期刊最新文献
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